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Results 21-30 of 36 (Search time: 0.108 seconds).
Item hits:
Issue DateTitleAuthor(s)
1969-10Comparison of results of dynamic in situ and laboratory tests for determination of soil moduliCunny, Robert W.; Cooper, Stafford S.; Fry, Zelma Brown
1976-04Tables for determining isotropic and anisotropic shear strengths from consolidated undrained triaxial compression testsJohnson, Stanley J.; Jeng, Yu-Shih
1972-04Constitutive property studies to support in-cell incident investigation at Big Black Test SiteUnited States. Army. Corps of Engineers. Huntsville Division; Schexnayder, Cliff J.; Hadala, Paul F.
1973-06Effect of variation in conventional soil properties on dynamic constrained modulus for several glacial tillsMississippi State University. Department of Civil and Environmental Engineering; Taylor, Hugh M.
1974-04Cyclic triaxial compression tests, Watts Bar Nuclear Power Plant site, southeast TennesseeTennessee Valley Authority; Gilbert, P. A.; Collins, Stephen A.
1976-03Dynamic analysis of Fort Peck DamUnited States. Army. Corps of Engineers. Omaha District; Marcuson, William F. (William Frederick); Soils and Pavements Laboratory (U.S.)
1976-04Effects of specimen reconstitution on cyclic triaxial resultsUnited States. Army. Corps of Engineers. Omaha District; Marcuson, William F. (William Frederick); Townsend, Frank C.
1969-04Analysis of laboratory test data to derive soil constitutive propertiesUnited States. Defense Atomic Support Agency; Jackson, J. G. (John Guy)
1968-09Uniaxial strain testing of soils for blast-oriented problemsUnited States. Defense Atomic Support Agency; Jackson, J. G. (John Guy)
1976-04Investigation of the liquefaction potential at the W.G. Huxtable Pumping Plant siteUnited States. Army. Corps of Engineers. Memphis District; Marcuson, William F. (William Frederick)

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